Rate
Total Rate
Qty
Material
Labour
Service Tax
A
B
F
With No Benefits
Unit
Q
1.0
Item No Description of Items Demolition & Dismantiling works Demolition of existing PCC and carting away, spreading and leveling materials outside Owner's premises including all labour,tools etc complete for all locations and levels as directed and instructed by EIC Also removal of PCC slab fixed on the either side of drain and stacked inside the client premises and Dem- handling over the same to client 001 without damaging it.
Rmt
520
2550
1326000
1.0
Excavation and other prelliminary works Earth Work excavation over areasfor foundations etc in all soils upto any depth including hard soils but excluding soft rock and hard rock with necessary dewatering, shoring the sides or trenches with approved timber / steel accessories where ever necessary to prevent the sides from falling including bailing or pumping out of water if necessary, The rate to include transporting and dumping the excavated earth manually or by using mechanical equipment and disposal of excavated earth out EXV- side the premises as per 001 Engineer incharge approval.
Cum
1770
475
840750
2.0
Filling with availiable earth in trenches, plinth, sides of foundations etc, low laying areas including intercarting, the layers of filling not exceeding 200 mm thick including breaking clods, watering, compacting each layer by vibrating earth compactor, Including all lead & lift complete as specified by the engineer. (compacted Density will be specifed P.D.97.5%)
Cum
990
710
Sl.No A
B
EXV002
X=A+B+C+D+E+F+G
2.0
EXV002
Filling with Hill earth in trenches, plinth, sides of foundations etc, low laying areas including intercarting, the layers of filling not exceeding 200 mm thick including breaking clods, watering, compacting each layer by vibrating earth compactor, Including all lead & lift complete as specified by the engineer. (compacted Density will be specifed P.D.97.5%) Note:The contractor shall water very well, ram and thoroughly consolidate the bottom of all excavations and ground surfaces before the construction of foundation/ footing. The rate for excavation shall include for shoring the sides or trenches with approved timber/steel accessories wherever necessary to prevent the sides from falling including bailing or pumping out of water if found necessary. Rate to include clearing and grubbing of the fill area including, cutting and removal of shrubs, plants and stumps, disposal of rubbish / excavated stuff outside the Syntel premises.
Cum
990
860
851400
Cum
90
4280
385200
The rate for excavation should include carting away the debris out side the premises upto 5 KM. dewatering water (if Applicable) to be let out of the bilding area through proper pipes & channels C
3.0
Concrete Works Providing and laying in position plain cement concrete 1 : 4 : 8 for below column Foundation and below flooring or wherever specified in the drawing using sand, 40 mm and down size metal including sub grade prepartation by compaction & leveling, all leades and lifts, rough finishing at the top surface, Curing and shuttering if necessary etc., complete as PCC- directed by the Engineer in01 charge.
4.0 4.1 4.2 4.3 D
E
RCC -1
Providing and placing in position reinforced cement concrete M25 (controlled concrete) by using 20mm and down size aggregate at all levels including admixtures if any, vibrating,curing, dewatering leaving cutouts/pockes,placing of reinforcements steel, inserts and embedments all as per specifications/drawing and as directed by the engineer for the following. For Foundation For RCC Walls For Cover Slab
Form Work Providing, fabricating and erecting in position 12mm plastic coated ply wood form work at all levels, heights, all profiles & aligned to line and levels, with adjustable steel props to full height without joints and with sufficient scaffolding bracing, staging, Crape Tape or equivalent to seal the gaps including the cost of making, striking / deshuttering or any other arrangement suitable for the works etc, complete as directed by the Engineer. (Includes cost of appling mould releasing agents) For Foundation For RCC Walls For Cover Slab Reinforced steel works
Cum Cum Cum
150 350 80
4780 4780 4780
717000 1673000 382400
Sqm Sqm Sqm
210 4650 560
450 510 510
94500 2371500 285600
6.0 F
7.0
Fabrication, tying and placing in position HYSD / TMT reinforcement steel bars of various diameters and grade Fe 500 conforing to IS code 1786. The work includes cutting, bending, fabricating, conveying and placing the bars in position according to drawings and specifications. at all levels and heights, including supply and use if 18 gauge black annealed binding wire, double fold to tle the bars in position & welding wherever necessary as instructed in site and providing precast cement concrete cover block for main reinforcements to ensure specified cover according to drawings/specifications. the measurments will be based only on standered weights as specified in IS code. The rate should also include chairs, laps and specer bars and testing of the material at a lab identifed by Clients / PMC. The frequency of testing will be as per IS codes or as required by Clients / PMC. Plastering Works Providing and Applying 15 mm thick Waterproof Plastering in C.M 1:3, using (Dr. Fixit POWDER WATERPROOF) or approved water proofing compound by weight to the required percentage as per Manufacturers specification and as directed. Rate shall include for grooves and curing, surface perparation before the application of plaster as directed etc. complete at all levels.
Total
MT
Sqm
65
12000
780000
2990
290
867100 10574450